CN220813856U - Self-collecting filling pile hole dredging device - Google Patents
Self-collecting filling pile hole dredging device Download PDFInfo
- Publication number
- CN220813856U CN220813856U CN202322586003.5U CN202322586003U CN220813856U CN 220813856 U CN220813856 U CN 220813856U CN 202322586003 U CN202322586003 U CN 202322586003U CN 220813856 U CN220813856 U CN 220813856U
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- Prior art keywords
- pile hole
- collecting
- collecting cylinder
- bored concrete
- concrete pile
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- 230000002093 peripheral effect Effects 0.000 claims abstract description 12
- 239000007787 solid Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims 7
- 235000017491 Bambusa tulda Nutrition 0.000 claims 7
- 241001330002 Bambuseae Species 0.000 claims 7
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims 7
- 239000011425 bamboo Substances 0.000 claims 7
- 239000010802 sludge Substances 0.000 abstract description 38
- 239000000203 mixture Substances 0.000 abstract description 31
- 238000000034 method Methods 0.000 description 14
- 238000007790 scraping Methods 0.000 description 6
- 230000001360 synchronised effect Effects 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of dredging of filling pile holes, in particular to a self-collecting dredging device for filling pile holes, which comprises a hanging plate and a collecting cylinder, wherein a rotating shaft is penetrated in the collecting cylinder in a rotating way, a spiral collecting blade is sleeved on a part of the rotating shaft, which is positioned in the collecting cylinder, a winch frame is sleeved at a position, which is close to the bottom end of the collecting cylinder, of the rotating shaft, the bottom end of the rotating shaft is connected with a connecting disc, a first blade is arranged at the bottom end of the connecting disc, an outer fixing ring is detachably sleeved on the bottom side of the outer peripheral side wall of the collecting cylinder, a plurality of second blades are arranged on the outer peripheral side wall of the outer fixing ring at intervals, and the top surface of the collecting cylinder is connected with a dredging pipe. According to the utility model, the first blade, the winch frame and the spiral collecting blade are driven to synchronously rotate through the rotating shaft, so that the sludge mixture deposited at the bottom is scraped and scattered through the first blade, the scraped and scattered sludge mixture is sucked into the collecting cylinder through the winch frame, and meanwhile, the sludge mixture is continuously conveyed upwards through the spiral collecting blade.
Description
Technical Field
The utility model relates to the technical field of dredging of filling pile holes, in particular to a self-collecting dredging device for filling pile holes.
Background
The cast-in-place pile is formed by forming pile holes in foundation soil through mechanical drilling, steel pipe soil squeezing, manual excavation or other means on an engineering site, placing a reinforcement cage in the pile holes, and pouring concrete, wherein in the process of carrying out the cast-in-place pile engineering construction, a sludge mixture consisting of geological sludge, impurities, muddy water and the like remains in the cast-in-place pile holes, if the cast-in-place pile is not cleaned timely, the quality of a pile body is affected by mixing the sludge mixture into the concrete when concrete pouring is carried out later, and therefore, the cast-in-place pile holes need to be subjected to primary sludge cleaning treatment before concrete pouring, and the cast-in-place pile is applied to a cast-in-place pile hole dredging device.
The silt mixture in the bored concrete pile hole is often deposited at the bottom of the bored concrete pile hole, and is also adhered to the inner wall of the bored concrete pile hole after being partially dried, then in the process of dredging the bored concrete pile hole, the existing bored concrete pile hole dredging device is often used for scraping and scattering only the silt mixture deposited at the bottom, but not scraping and cleaning the silt mixture adhered to the inner wall of the bored concrete pile hole after being partially dried, so that the dredging of the inner wall of the bored concrete pile hole is not thorough, and the subsequent concrete pouring is influenced; meanwhile, the automatic synchronous collection is not carried out in time in the dredging process, and additional dredging equipment is possibly needed for carrying out subsequent collection on the scraped and scattered sludge mixture, so that the dredging process is increased.
Therefore, it is necessary to invent a self-collecting dredging device for the bored concrete pile hole to solve the above problems.
Disclosure of utility model
In order to solve the defects of the prior art, the utility model aims to provide a self-collecting bored concrete pile hole dredging device, which solves the problems that in the prior art, the bored concrete pile hole dredging device only scrapes and breaks away the silt mixture deposited at the bottom in the dredging process of the bored concrete pile hole, but does not scrape and clean the silt mixture attached to the inner wall of the bored concrete pile hole after partial drying, so that the dredging of the inner wall of the bored concrete pile hole is not thorough and the subsequent concrete pouring is influenced; meanwhile, the automatic synchronous collection is not carried out in time in the dredging process, and additional dredging equipment is possibly needed to carry out subsequent collection on the scraped and scattered sludge mixture, so that the dredging process becomes more.
In order to achieve the above object, the present utility model adopts the following technical scheme:
The utility model provides a can be from bored concrete pile hole dredging device of collection, sets up in the hoist plate below and the bottom is the collection tube of open end including hoist plate and longitudinal sliding, the pivot is worn to be equipped with in the collection tube rotation, the part cover that the pivot is located the collection tube is equipped with the spiral collecting vane that can upwards carry silt, the position department cover that the pivot is close to the collection tube bottom is equipped with the capstan winch frame, capstan winch frame periphery lateral wall and collection tube inner circumference lateral wall rotation butt, the pivot bottom is connected with the connection pad, the connection pad bottom is connected with a plurality of first blades that can strike off bored concrete pile hole bottom surface silt through elastic component, the cover is equipped with outer solid ring can be dismantled to collection tube periphery lateral wall downside, outer solid ring periphery lateral wall interval is provided with a plurality of second blades that can strike off bored concrete pile hole lateral wall silt, the collection tube top surface is connected with and inhales the silt pipe.
As a preferable scheme of the utility model, the rotating shaft longitudinally rotates to penetrate through the top end of the collecting cylinder, the bottom end of the rotating shaft is provided with a motor capable of driving the rotating shaft to rotate, the top end of the motor is connected with the sliding plate, and the silt sucking pipe upwards penetrates through the sliding plate and extends to the upper side of the sliding plate.
As a preferable scheme of the utility model, the bottom surface of the lifting plate is connected with a plurality of vertical rods, the bottom ends of the vertical rods longitudinally slide through sliding rods, and the sliding plates are longitudinally sleeved among the plurality of vertical rods in a sliding manner.
As a preferable scheme of the utility model, the bottom side of the peripheral side wall of the collecting cylinder is sleeved with the fixing frame, the outer fixing ring is detachably connected with the fixing frame through a plurality of connecting seats, and the bottom ends of a plurality of sliding rods are connected with the top surface of the fixing frame.
As a preferable scheme of the utility model, the elastic component comprises a telescopic frame arranged on the bottom surface of the connecting disc and a mounting disc connected to the bottom end of the telescopic frame, a part of the telescopic frame positioned between the connecting disc and the mounting disc is sleeved with a spring, and a plurality of first blades are detachably arranged on the peripheral side wall of the mounting disc.
As a preferable scheme of the utility model, a through groove is formed in the center of the winch frame, a bearing seat is detachably embedded in the through groove, and the rotating shaft is arranged in the bearing seat in a penetrating manner.
In the technical scheme, the utility model has the technical effects and advantages that:
According to the utility model, the collecting cylinder penetrates deep into the bottom of the bored concrete pile hole from top to bottom to perform dredging operation, the plurality of second blades on the outer peripheral side wall of the outer fixed ring are abutted against the inner wall of the bored concrete pile hole, the dried sludge mixture attached to the inner wall is scraped off, the scraped inner wall sludge mixture falls to the bottom of the bored concrete pile hole, when the collecting cylinder penetrates deep into the bottom of the bored concrete pile hole, the rotating shaft rotates to drive the plurality of first blades to rotate so as to scrape and scatter the sludge mixture deposited at the bottom, in the synchronous process, the rotating shaft synchronously drives the winch frame and the spiral collecting blades to rotate, the scattered sludge mixture is sucked into the collecting cylinder through the rotating winch frame, and the sludge mixture is continuously conveyed upwards through the spiral collecting blades, finally, the external sludge sucking equipment sucks the sludge mixture conveyed to the top of the collecting cylinder through the sludge sucking pipe.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic plan elevation view of the present utility model;
FIG. 3 is a schematic plan view of the present utility model;
FIG. 4 is a schematic view of the cross-sectional structure at A-A in FIG. 2 according to the present utility model.
Reference numerals illustrate:
1. A hanging plate; 2. a vertical rod; 3. a slide bar; 4. a slide plate; 5. a motor; 6. a rotating shaft; 7. a collection cylinder; 8. spiral collecting blades; 9. a winch frame; 10. a bearing seat; 11. a connecting disc; 12. a telescopic frame; 13. a mounting plate; 14. a spring; 15. a first blade; 16. a fixing frame; 17. a connecting seat; 18. an outer fixing ring; 19. a second blade; 20. and a silt sucking pipe.
Detailed Description
The utility model is further described below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and are not intended to limit the scope of the present utility model.
The utility model provides a self-collecting bored concrete pile hole dredging device as shown in figures 1-4, which comprises a hoisting plate 1 and a collecting cylinder 7 which is longitudinally arranged below the hoisting plate 1 in a sliding manner and is provided with an open end at the bottom end, wherein a rotating shaft 6 is rotatably arranged in the collecting cylinder 7, a spiral collecting blade 8 capable of conveying sludge upwards is sleeved on the part of the rotating shaft 6 positioned in the collecting cylinder 7, a winch frame 9 is sleeved at the position, close to the bottom end of the collecting cylinder 7, of the rotating shaft 6, the peripheral side wall of the winch frame 9 is rotatably abutted with the inner peripheral side wall of the collecting cylinder 7, the bottom end of the rotating shaft 6 is connected with a connecting disc 11, the bottom end of the connecting disc 11 is connected with a plurality of first blades 15 capable of scraping sludge on the bottom surface of the bored concrete pile hole through an elastic component, an outer fixed ring 18 is detachably sleeved on the bottom side of the peripheral side wall of the collecting cylinder 7, a plurality of second blades 19 capable of scraping sludge on the side wall of the bored concrete pile hole are arranged at intervals, a top surface of the collecting cylinder 7 is connected with a sludge sucking pipe 20, the spiral collecting blade 8 continuously conveys sludge at the bottom in the collecting cylinder 7 upwards, and the top of the collecting cylinder is sucked out of the mixture of the sludge through the sucking pipe 20.
The rotation shaft 6 longitudinally rotates to penetrate through the top end of the collecting barrel 7, the motor 5 capable of driving the rotation shaft 6 to rotate is arranged at the bottom end of the rotation shaft 6, the top end of the motor 5 is connected with the sliding plate 4, the silt sucking pipe 20 upwards penetrates through the sliding plate 4 and extends to the upper portion of the sliding plate 4, the motor 5 drives the rotation shaft 6 to rotate in the collecting barrel 7, and then the first blade 15, the winch frame 9 and the spiral collecting blade 8 are driven to synchronously rotate.
The bottom surface of the hanging plate 1 is connected with a plurality of vertical rods 2, sliding rods 3 are longitudinally arranged at the bottom ends of the vertical rods 2 in a sliding mode, sliding plates 4 are longitudinally sleeved between the vertical rods 2 in a sliding mode, longitudinal sliding driving force of the sliding plates 4 along the vertical rods 2 is achieved through air cylinders, the hanging plate belongs to the prior art, the hanging plate is not shown in the drawing, and the sliding rods 3 longitudinally slide downwards along the vertical rods 2 in the process that the sliding plates 4 longitudinally slide deep into filling pile holes along the vertical rods 2.
The fixed frame 16 is sleeved on the bottom side of the peripheral side wall of the collecting cylinder 7, the outer fixed ring 18 is detachably connected with the fixed frame 16 through the plurality of connecting seats 17, the bottom ends of the plurality of sliding rods 3 are connected with the top surface of the fixed frame 16, the outer fixed ring 18 can facilitate the connection and fixation of the bottom ends of the sliding rods 3 and the peripheral side wall of the collecting cylinder 7, and further the collecting cylinder 7 is longitudinally limited.
The elastic component is including setting up in the expansion bracket 12 of connection pad 11 bottom surface and connecting in the mounting disc 13 of expansion bracket 12 bottom, and the expansion bracket 12 is located the part cover between connection pad 11 and the mounting disc 13 and is equipped with spring 14, and a plurality of first blades 15 all can be dismantled and set up in mounting disc 13 week lateral walls, and the in-process of scraping the silt mixture in bored concrete pile hole bottom is rotated to first blade 15, and expansion bracket 12 can independently stretch out and draw back, provides the cushioning effect of first blade 15 course of working.
The center of the winch frame 9 is provided with a through groove, a bearing seat 10 is detachably embedded in the through groove, and the rotating shaft 6 is arranged in the bearing seat 10 in a penetrating mode.
In the utility model, in the process that the collection cylinder 7 goes deep into the bored concrete pile hole from top to bottom to perform dredging operation, the plurality of second blades 19 on the peripheral side wall of the outer solid ring 18 are abutted against the inner wall of the bored concrete pile hole, so as to scrape off the dry sludge mixture attached to the inner wall, the scraped-off inner wall sludge mixture falls to the bottom of the bored concrete pile hole, when the collection cylinder 7 goes deep into the bottom of the bored concrete pile hole, the rotating shaft 6 rotates, so as to drive the plurality of first blades 15 to rotate to scrape off and break up the sludge mixture deposited on the bottom, in the synchronous process, the rotating shaft 6 synchronously drives the winch frame 9 and the spiral collection blades 8 to rotate, so that the scraped-off sludge mixture is sucked into the collection cylinder 7 through the rotating winch frame 9, the sludge mixture is continuously conveyed upwards through the spiral collection blades 8, and finally the sludge mixture conveyed to the top of the collection cylinder 7 is sucked out through the sludge suction pipe 20 by external sludge suction equipment, in the utility model, the second blade 19 continuously scrapes dry sludge on the inner side of the bored concrete pile hole along with the penetration of the collecting cylinder 7, and drives the first blade 15, the winch frame 9 and the spiral collecting blade 8 to synchronously rotate through the rotating shaft 6, so that the sludge mixture deposited on the bottom is scraped and scattered through the first blade 15, the scraped and scattered sludge mixture is sucked into the collecting cylinder 7 through the winch frame 9, and simultaneously the sludge mixture is continuously conveyed upwards through the spiral collecting blade 8, and simultaneously the scraped sludge is collected and synchronously discharged in the process of scraping and cleaning the inner wall of the bored concrete pile hole and the sludge mixture on the bottom, thereby realizing synchronous automatic collection of the sludge mixture on the premise of ensuring the inner wall of the bored concrete pile hole and the dredging effect on the bottom, simplifying dredging procedures and improving dredging efficiency, the practicability and the functionality of the device are greatly improved.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and variations could be made by those skilled in the art without departing from the technical principles of the present utility model, and such modifications and variations should also be regarded as being within the scope of the utility model.
Claims (6)
1. The utility model provides a bored concrete pile hole desilting device that can collect certainly which characterized in that: including hanging board (1) and vertical slip setting in hanging board (1) below and bottom be the collection section of thick bamboo (7) of open end, collection section of thick bamboo (7) internal rotation wears to be equipped with pivot (6), the part cover that pivot (6) are located collection section of thick bamboo (7) is equipped with spiral collecting blade (8) that can upwards carry silt, the position department cover that pivot (6) is close to collection section of thick bamboo (7) bottom is equipped with capstan winch frame (9), capstan frame (9) periphery lateral wall and collection section of thick bamboo (7) inner periphery lateral wall rotate the butt, pivot (6) bottom is connected with connection pad (11), connection pad (11) bottom is connected with a plurality of first blades (15) that can strike off filling pile hole bottom surface silt through elastomeric element, the cover is equipped with outer solid ring (18) can be dismantled to collection section of thick bamboo (7) periphery lateral wall interval is provided with a plurality of silt second blades (19) that can strike off filling pile hole lateral wall, collection section of thick bamboo (7) top surface is connected with suction pipe (20).
2. The self-collectable bored concrete pile hole dredging apparatus as set forth in claim 1, wherein: the rotary shaft (6) longitudinally rotates to penetrate through the top end of the collecting cylinder (7), a motor (5) capable of driving the rotary shaft (6) to rotate is arranged at the bottom end of the rotary shaft, a sliding plate (4) is connected to the top end of the motor (5), and the silt suction pipe (20) upwards penetrates through the sliding plate (4) and extends to the upper portion of the sliding plate (4).
3. The self-collectable bored concrete pile hole dredging apparatus as set forth in claim 2, wherein: the bottom surface of the lifting plate (1) is connected with a plurality of vertical rods (2), sliding rods (3) are longitudinally arranged at the bottom ends of the vertical rods (2) in a sliding mode, and the sliding plates (4) are longitudinally sleeved between the vertical rods (2) in a sliding mode.
4. A self-collectable bored concrete pile hole dredging apparatus as claimed in claim 3, wherein: the collecting cylinder (7) is characterized in that a fixing frame (16) is sleeved on the bottom side of the peripheral side wall of the collecting cylinder (7), the outer fixing ring (18) is detachably connected with the fixing frame (16) through a plurality of connecting seats (17), and the bottoms of a plurality of sliding rods (3) are connected with the top surface of the fixing frame (16).
5. The self-collectable bored concrete pile hole dredging apparatus as set forth in claim 1, wherein: the elastic component is including setting up in expansion bracket (12) of connection pad (11) bottom surface and connecting in mounting disc (13) of expansion bracket (12) bottom, the part cover that expansion bracket (12) are located between connection pad (11) and mounting disc (13) is equipped with spring (14), and a plurality of first blade (15) all can dismantle and set up in mounting disc (13) week lateral wall.
6. The self-collectable bored concrete pile hole dredging apparatus as set forth in claim 1, wherein: the center of the winch frame (9) is provided with a through groove, a bearing seat (10) is detachably embedded in the through groove, and the rotating shaft (6) is arranged in the bearing seat (10) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322586003.5U CN220813856U (en) | 2023-09-22 | 2023-09-22 | Self-collecting filling pile hole dredging device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322586003.5U CN220813856U (en) | 2023-09-22 | 2023-09-22 | Self-collecting filling pile hole dredging device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220813856U true CN220813856U (en) | 2024-04-19 |
Family
ID=90704231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322586003.5U Active CN220813856U (en) | 2023-09-22 | 2023-09-22 | Self-collecting filling pile hole dredging device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220813856U (en) |
-
2023
- 2023-09-22 CN CN202322586003.5U patent/CN220813856U/en active Active
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